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HCM Unsignalized Intersection Capacity Analysis Future (2025) With Project Haul Route 1 <br /> 3: SR 132 & Wetly Road / A 3/1/2004 <br /> —* -�* • �— <br /> ICAovemen W-.. ;,..,_:-:.EB���EBF2 =...:_ _x 8•�_ _ . � _g����. °w4 � � 4 v ;;;�-r <br /> Lane Configurations j, <br /> Sign Control Free Free Stop <br /> Grade 0% 0% 0% <br /> Volume (.veh/h) 621 2 30 1581 16 25 <br /> Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 <br /> Hourly flow.rate (vph) 675 2 33 1718 17 27 <br /> Pedestrians <br /> Lane Width (ft) <br /> Walking Speed (ft/s) <br /> Percent Blockage_ <br /> Right turn flare (veh) <br /> Median type None <br /> Median storage veh) <br /> Upstream signal-(ft) <br /> pX, platoon unblocked <br /> vC, conflicting volume 677 2460 676 <br /> VC1, stage 1 conf vol <br /> vC2„stage 2.conf vol <br /> vCu, unblocked vol 677 2460 676 <br /> tC, single (s) 4.1 6.4 6.2 <br /> tC, 2 stage (s) <br /> tF (s) 2.2 3.5 3.3 <br /> p0 queue free % 96 46 94 <br /> cM capacity(veh/h') 91532 453 <br /> Volume Total 677 -33 1718,. 45 <br /> Volume Left 0 33 0 17 <br /> Volume Right 2 0 0 27 <br /> cSH 1700 915 1700 75 <br /> Volume to Capacity 0AG 0.04 1.01 - 0.60 <br /> Queue Length (ft) 0 3 0 65 <br /> Control Delays) QO 9.10.0 107-7- ' <br /> Lane LOS AF <br /> Approach:Delay{s) 0.0 0.2 107.7 <br /> �Approach LOS F <br /> ytic- _'�ESCG�o baa �� .�. • �r������'.��v��. ..u'� <br /> Average Delay 2.1 <br /> Intersection Capacity Utilization 93.2% ICU Level of Service F <br /> Analysis Pericd (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 3 <br />